HomeMy WebLinkAbout1133-1GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO
THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC 14ORKS DEPARTMENT,
CITY OF FONTANA.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC igORKS DEPARTMENT PRIOR
TO START OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED.
4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE
FIELD.
6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL
BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND -OR OTHER
EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL .ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL
SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC 14ORKS CONSTRUCTION SECTION
306-1.1.6.
8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DET.AIL 129.
9. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER
IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL,
LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC
WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
16. ADEQUATE STAKES SH, -"'%!_L BE SET BY THE Ei�{GINdEER TO ENABLE THE CONTR111,CTOR TO
CONSTRUCT .<< ° rr. GLADES.
�H= 1)r?I S TO TH` ' :;
II. AS BUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA.
12. ALL MANHOLE FRAMES AND CO`, -:RS SHALL BE CONSTRUCTED 6" BELO',+ FINISHED GRADE BY
SEIVIIER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CO's ' P.ACTOR AFTER
`'OMPLETION OF PAVING.
13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS
!THERWISE APPROVED BY THE CITY ENGINEER.
14. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG
15. ;:!IS. X SHALL BE PLACED ON' THE CURB OVER LOCATIONS 0= SEWER LATERALS BY THE
SEWER CONTRACTOR.
816. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE HORIZONTAL
LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY, CROSSINGS FOR ALL
UTILITIES CONSTRUCTED PRIOR TO THE SEWER CONSTUCTION. ANY DISCREPANCIES
SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL NOTIFY CHINO BASIN MUNCIPAL. WATER DISTRICT (CBMWD) ,
I TELEPHONE N0. (714) 987--17125 AT LEAST 24 HOURS PRIOR TO STARTING
CONSTRUCTION.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS,
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE
LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF
EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE. PROPOSED
CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED
BEFORE STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING
OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND:VERTICAL
LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR -ADDITIONAL COSTS OF CONSTRUCTION.
t
IMPROVEMENT
TRA,CT N0. 12245
FONTANA, CALIFORNIA
BASIS OF BEARINGS
BASIS OF BEARINGS FOR THIS
SURVEY IS THE SOUTH LINE OF
THE S .W; 1/4 5EC.34 TAKEN AS
S 89 22 23 11 E PER T-12064-1
INDEX MAP
H r..5,
BENCH MARK
R R SPIKE ON PP #674320E
AT THE INTERSECTION OF
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AVE. ELEV. 918.40
VICINITY MAP
CONSTRUCTION NOTES / QUANTITY ESTIMATE
No
117- E - M ...:...._ ....
QUANTITY
UNrr
1
CONSTRUCT PRE -CAST MANHOLES PER CITY OF FONTANA
-
STANDARD DETAIL 112
2
CONSTRUCT 8" SEWER TERMINAL CLEANOUT PER CITY OF
FONTANA STANDARD DETAIL 128
3
CONSTRUCT 4" SEWER LATERAL PER CITY OF FONTANA
STANDARD DETAIL 125
®
INSTALL 8" VITRIFIED CLAY PIPE _
5717"
Z.
5
INSTALL 10" VITRIFIED CLAY PIPE
O F FONTANA, C A L. I F O R N I A _
6�
ADJUST MANHOLE AND CL EANOUT= COVERS TO NEW GRADE
O7
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consulting engineers / architects
PUBLIC. WORKS DEPARTMENT
118 AIRPORT DRIVE , SUITE 212 (714) 824-5580
SAN BERNARDINO CALIFORNIA 92408
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TRACT N0.12245
SEWER IMPROVEMENT PLANS
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consulting engineers / architects
PUBLIC. WORKS DEPARTMENT
118 AIRPORT DRIVE , SUITE 212 (714) 824-5580
SAN BERNARDINO CALIFORNIA 92408
Drawn by: 6 A0,o
TRACT N0.12245
SEWER IMPROVEMENT PLANS
Scale: O
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Approved:
/
Wesle H en R.C.E. 11251 Date
3/
83
A11701-rIO&I OF ITEM 4k7 TO C0hST2,UCM0N
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REV. I DATE DESCRIPTION APP. J'T- J • pp o CITY EN I f/3